These products are no longer manufactured with 38ksi yield steel. See current Composite and Non-Composite Deck Catalog for current product offer

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Miles Ray
5 years ago
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1 S T E E L F L O O R D E C K L E G A C Y C A T A L O G These products are no longer manufactured with 38ksi yield steel. See current Composite and Non-Composite Deck Catalog for current product offer This product information has been made available to support the retrofit of existing buildings by providing the original design performance for the specified product.

2 It is our objective to provide the highest quality products and services in the steel deck industry. This objective is partially accomplished through conducting extensive testing programs with independent testing facilities to ensure that our products comply with the stringent criteria of today s building codes. Our steel deck products have been evaluated by the International Conference of Building Officials (ICC Evaluation Services Report No. 1414), listed by Underwriters Laboratories, Certified by the Steel Deck Institute and approved by Factory Mutual and City of Los Angeles. Additionally, our manufacturing plants are strategically located in the western United States so that we may provide the best possible service. Most importantly, our Sales Representatives, Customer Service and Engineering Services Departments are prepared to assist you with the specific requirements of your project. How To Use This Catalog This Catalog contains information about Floor Deck, Concrete Form, and Deep Deck profiles. Included with the profiles are reaction tables, section properties, design load tables, and diagrams of the profiles. The Technical/Specification section contains further information applicable to all profiles. Step 1: Select the type of application (Floor Deck, Form or Deep Deck). Step 2: Identify which profile is appropriate for your specific design and select the corresponding page number. Step 3: Contact ASC Steel Deck Table of Contents Floor Deck B-36 Composite...2 N-32 Composite...8 2W-36 Composite W-36 Composite WF-36 Composite...30 Technical/Specifications General Notes...35 Fire Resistance Ratings...36 Concrete Weights and Volumes...38 General Comments on Extraordinary Conditions...39 SDI Edge Form...40 Floor Deck Accessories and Standard Details...41 Materials and Finishes...42 Metric Conversion Chart...42 June

3 B-36 Composite Floor Deck 2-3/8 3-5/ /2 1-3/ Welds 7 Welds FD_1 B-36 B-36 Section Properties Weight I S+ S-- Gage (psf) (In4) (In3) (In3) Section Properties are based on minimum 38 ksi steel (Fy) Allowable Reactions (plf) Bearing Length Gage 1 1 1/ / / The top value reflects the allowable reaction at the panel end supports. (prior to concrete cure) 2. The bottom value reflects the allowable reaction at the interior supports. (prior to concrete cure) 3. Values are in pounds per linear foot. B-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Lightweight Concrete (110 pcf) Total Slab Thickness: 3 1/2 Slab Weight: 23.0 psf Gage s q q q q q q q q In shaded areas, mid-span deck shoring required during construction. 2. q4 and q7 q =allowable diaphragm shear (plf): 4, 7 =number of welds to support. 3. See pg. 55 for General Notes. 2 Preformed Metal Floor Deck

4 B-36 Composite Floor Deck B-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Lightweight Concrete (110 pcf) Total Slab Thickness: 4 1 Hour Fire Rating Slab Weight: 27.5 psf Gage s q q q q q q q q B-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Lightweight Concrete (110 pcf) Total Slab Thickness: 4 3/4 2 Hour Fire Rating Slab Weight: 34.4 psf Gage s q q q q q q q q In shaded areas, mid-span deck shoring required during construction. 2. q4 and q7 q =allowable diaphragm shear (plf): 4, 7 =number of welds to support. 3. See pg. 55 for General Notes. June

5 B-36 Composite Floor Deck B-36 Allowable Superimposed Load (psf) Diaphragm Shear Capacity (plf) Lightweight Concrete (110 pcf) Total Slab Thickness: 5 11/16 3 Hour Fire Rating Slab Weight: 42.1 psf Gage s q q q q q q q q B-36 Allowable Superimposed Load (psf) Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 3 1/2 Slab Weight: 30.3 psf Gage s q q q q q q q q In shaded areas, mid-span deck shoring required during construction. 2. q4 and q7 q =allowable diaphragm shear (plf): 4, 7 =number of welds to support. 3. See pg. 55 for General Notes. 4 Preformed Metal Floor Deck

6 B-36 Composite Floor Deck B-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 4 Slab Weight: 36.3 psf Gage s q q q q q q q q B-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 5 1 Hour Fire Rating Slab Weight: 48.4 psf Gage s q q q q q q q q In shaded areas, mid-span deck shoring required during construction. 2. q4 and q7 q =allowable diaphragm shear (plf): 4, 7 =number of welds to support. 3. See pg. 55 for General Notes. June

7 B-36 Composite Floor Deck B-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 5 1/2 1 1/2 Hour Fire Rating Slab Weight: 54.4 psf Gage s q q q q q q q q B-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 6 2 Hour Fire Rating Slab Weight: 60.4 psf Gage s q q q q q q q q In shaded areas, mid-span deck shoring required during construction. 2. q4 and q7 q =allowable diaphragm shear (plf): 4, 7 =number of welds to support. 3. See pg. 55 for General Notes. 6 Preformed Metal Floor Deck

8 B-36 Composite Floor Deck B-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 6 3/4 3 Hour Fire Rating Slab Weight: 69.5 psf Gage s q q q q q q q q In shaded areas, mid-span deck shoring required during construction. 2. q4 and q7 q =allowable diaphragm shear (plf): 4, 7 =number of welds to support. 3. See pg. 55 for General Notes. June

9 N-32 Composite Floor Deck 8 3-7/8 4-1/ /8 3 Welds5 Welds N-32 Section Properties 5-7/8 Weight I S+ S-- Gage (psf) (In4) (In3) (In3) Section properties are based on minimum 38 ksi steel (Fy) N-32 Allowable Reactions (plf) Bearing Length Gage 1 1 1/ / / The top value reflects the allowable reaction at the panel end supports. (prior to concrete cure) 2. The bottom value reflects the allowable reaction at the interior supports. (prior to concrete cure) 3. Values are in pounds per linear foot. N32 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Lightweight Concrete (110 pcf) Total Slab Thickness: 5 Slab Weight: 29.7 psf Vertical Load (ft-in) Gage s 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" , 2 or q q , 2 or q q , 2 or q q , 2 or q q Maximum Unshored Gage Gage ' - 5" 10' - 4" 11' - 2" 18 13' - 7" 14' - 8" 15' - 2" 20 11' - 0" 12' - 3" 12' - 10" 16 14' - 5" 16' - 5" 16' - 11" 8 8 Preformed Metal Floor Deck

10 N-32 Composite Floor Deck N32 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Lightweight Concrete (110 pcf) Total Slab Thickness: 5 1/2 1 Hour Fire Rating Slab Weight: 34.3 psf Vertical Load (ft-in) Gage s 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" , 2 or q q , 2 or q q , 2 or q q , 2 or q q Maximum Unshored Gage Gage ' - 0" 9' - 11" 10' - 8" 18 13' - 2" 14' - 1" 14' - 6" 20 10' - 6" 11' - 9" 12' - 4" 16 13' - 11" 15' - 9" 16' - 3" N32 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Lightweight Concrete (110 pcf) Total Slab Thickness: 6 1/4 2 Hour Fire Rating Slab Weight: 41.3 psf Vertical Load (ft-in) Gage s 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" , 2 or q q , 2 or q q , 2 or q q , 2 or q q Maximum Unshored Gage Gage ' - 6" 9' - 5" 10' - 0" 18 12' - 7" 13' - 4" 13' - 9" 20 9' - 11" 11' - 1" 11' - 8" 16 13' - 5" 14' - 11" 15' - 5" June

11 N-32 Composite Floor Deck N32 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Lightweight Concrete (110 pcf) Total Slab Thickness: 7 3/16 3 Hour Fire Rating Slab Weight: 50.1 psf Vertical Load (ft-in) Gage s 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" , 2 or q q , 2 or q q , 2 or q q , 2 or q q Maximum Unshored Gage Gage ' - 11" 8' - 11" 9' - 4" 18 11' - 9" 12' - 6" 12' - 11" 20 9' - 3" 10' - 5" 10' - 10" 16 12' - 10" 14' - 0" 14' - 6" N32 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 5 Slab Weight: 39.1 psf Vertical Load (ft-in) Gage s 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" , 2 or q q , 2 or q q , 2 or q q , 2 or q q Maximum Unshored Gage Gage ' - 7" 9' - 6" 10' - 1" 18 12' - 8" 13' - 5" 13' - 11" 20 10' - 0" 11' - 3" 11' - 9" 16 13' - 6" 15' - 0" 15' - 6" 10 Preformed Metal Floor Deck

12 N-32 Composite Floor Deck N32 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 6 1/2 1 Hour Fire Rating Slab Weight: 57.6 psf Vertical Load (ft-in) Gage s 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" , 2 or q q , 2 or q q , 2 or q q , 2 or q q Maximum Unshored Gage Gage ' - 6" 8' - 6" 8' - 10" 18 11' - 1" 11' - 10" 12' - 3" 20 8' - 9" 9' - 11" 10' - 3" 16 12' - 5" 13' - 3" 13' - 9" N32 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 7 1/2 2 Hour Fire Rating Slab Weight: 34.3 psf Vertical Load (ft-in) Gage s 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" , 2 or q q , 2 or q q , 2 or q q , 2 or q q Maximum Unshored Gage Gage ' - 0" 7' - 11" 8' - 3" 18 10' - 3" 11' - 1" 11' - 5" 20 8' - 2" 9' - 3" 9' - 7" 16 11' - 10" 12' - 5" 12' - 10" June

13 N-32 Composite Floor Deck N32 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 8 1/4 3 Hour Fire Rating Slab Weight: 79.1 psf Vertical Load (ft-in) Gage s 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 13'-6" 14'-0" 14'-6" 15'-0" , 2 or q q , 2 or q q , 2 or q q , 2 or q q Maximum Unshored Gage Gage ' - 9" 7' - 7" 7' - 10" 18 9' - 9" 10' - 7" 10' - 11" 20 7' - 9" 8' - 10" 9' - 1" 16 11' - 3" 11' - 10" 12' - 3" 12 Preformed Metal Floor Deck

14 June

15 2W-36 Composite Floor Deck 2-1/ Welds 4 Welds 2W also available in 24 coverage 2W-36 - Section Properties 36 FD_3 2W-36 Weight I S+ S-- Gage (psf) (In4) (In3) (In3) Section properties are based on minimum 40 ksi steel (Fy) 5 5 2W-36 - Allowable Reactions (plf) Bearing Length Gage 1 1 1/ / / The top value reflects the allowable reaction at the panel end supports. (prior to concrete cure) 2. The bottom value reflects the allowable reaction at the interior supports. (prior to concrete cure) 3. Values are in pounds per linear foot. 14 Preformed Metal Floor Deck

16 2W-36 Composite Floor Deck 2W-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Light Weight Concrete (110 pcf) Total Slab Thickness: 4 Slab Weight: 27.5 psf Vertical Load (ft-in) Gage s 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 1, 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / Maximum Gage Gage Unshored 22 8' - 1" 8' - 8" 9' - 8" 19 11' - 1" 11' - 11" 12' - 3" 21 9' - 1" 9' - 10" 10' - 6" 18 11' - 7" 12' - 9" 13' - 2" 20 9' - 7" 10' - 5" 11' - 0" 16 12' - 1" 14' - 0" 14' - 2" 2W-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Light Weight Concrete (110 pcf) Total Slab Thickness: 4 1/2 1 Hour Fire Rating Slab Weight: 32.1 psf Vertical Load (ft-in) Gage s 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 1, 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / Maximum Gage Gage Unshored 22 7' - 9" 8' - 5" 9' - 2" 19 10' - 7" 11' - 5" 11' - 9" 21 8' - 8" 9' - 6" 10' - 1" 18 11' - 2" 12' - 2" 12' - 7" 20 9' - 2" 10' - 1" 10' - 6" 16 11' - 9" 13' - 5" 13' - 9" June

17 2W-36 Composite Floor Deck 2W-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Light Weight Concrete (110 pcf) Total Slab Thickness: 5 1/4 2 Hour Fire Rating Slab Weight: 39.2 psf Vertical Load (ft-in) Gage s 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 1, 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / Maximum Gage Gage Unshored 22 7' - 4" 8' - 0" 8' - 8" 19 9' - 11" 10' - 9" 11' - 1" 21 8' - 2" 9' - 0" 9' - 6" 18 10' - 6" 11' - 6" 11' - 11" 20 8' - 7" 9' - 7" 9' - 11" 16 11' - 3" 12' - 8" 13' - 1" 2W-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Light Weight Concrete (110 pcf) Total Slab Thickness: 6 3/16 3 Hour Fire Rating Slab Weight: 47.9 psf Vertical Load (ft-in) Gage s 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 1, 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / Maximum Gage Gage Unshored 22 6' - 10" 7' - 7" 8' - 1" 19 9' - 3" 10' - 1" 10' - 5" 21 7' - 8" 8' - 6" 8' - 11" 18 9' - 11" 10' - 9" 11' - 2" 20 8' - 1" 9' - 0" 9' - 3" 16 10' - 7" 11' - 11" 12' - 4" 16 Preformed Metal Floor Deck

18 2W-36 Composite Floor Deck 2W-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 4 Slab Weight: 36.2 psf Vertical Load (ft-in) Gage s 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 1, 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / Maximum Gage Gage Unshored 22 7' - 5" 8' - 1" 8' - 10" 19 10' - 1" 10' - 11" 11' - 3" 21 8' - 4" 9' - 2" 9' - 8" 18 10' - 8" 11' - 8" 12' - 1" 20 8' - 9" 9' - 8" 10' - 1" 16 11' - 4" 12' - 11" 13' - 4" 2W-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 5 1/2 1 Hour Fire Rating Slab Weight: 54.7 psf Vertical Load (ft-in) Gage s 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 1, 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / Maximum Gage Gage Unshored 22 6' - 6" 7' - 3" 7' - 8" 19 8' - 9" 9' - 7" 9' - 11" 21 7' - 3" 8' - 2" 8' - 5" 18 9' - 6" 10' - 3" 10' - 7" 20 7' - 8" 8' - 6" 8' - 10" 16 10' - 1" 11' - 4" 11' - 9" June

19 2W-36 Composite Floor Deck 2W-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 6 1/2 2 Hour Fire Rating Slab Weight: 67 psf Vertical Load (ft-in) Gage s 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 1, 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / Maximum Gage Gage Unshored 22 6' - 1" 6' - 10" 7' - 2" 19 8' - 2" 8' - 11" 9' - 3" 21 6' - 9" 7' - 7" 7' - 10" 18 8' - 11" 9' - 6" 9' - 10" 20 7' - 1" 7' - 11" 8' - 2" 16 9' - 6" 10' - 7" 10' - 11" 2W-36 Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Normal Weight Concrete (145 pcf) Total Slab Thickness: 7 1/4 3 Hour Fire Rating Slab Weight: 76.3 psf Vertical Load (ft-in) Gage s 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0" 11'-6" 12'-0" 12'-6" 13'-0" 1, 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / , 2 or / / Maximum Gage Gage Unshored 22 5' - 10" 6' - 7" 6' - 10" 19 7' - 9" 8' - 6" 8' - 10" 21 6' - 6" 7' - 3" 7' - 6" 18 8' - 6" 9' - 1" 9' - 5" 20 6' - 9" 7' - 7" 7' - 10" 16 9' - 2" 10' - 1" 10' - 5" 18 Preformed Metal Floor Deck

20 2W Superimposed Load with Studs at Supports Allowable Superimposed Load (psf) for 2W Deck When 3/4 Diameter Studs are used at the Supporting Beams Concrete Slab & Type Thickness /2 LTWT 5 1/4 LTWT 6 1/2 LTWT 4 1/2 NWT 5 1/2 NWT 6 1/2 NWT 1. See 2W tables for shoring requirements. 2. SLAB thickness is the total slab thickness. Studs at 1 0 OC Studs at 3 0 OC June

21 3W Composite Floor Deck /4 4-3/4 3W - Section Properties Weight I S+ S-- Gage (psf) (In4) (In3) (In3) W - Allowable Reactions (plf) Bearing Length Gage 1 1 1/ / / The top value reflects the allowable reaction at the panel end supports. (prior to concrete cure) 2. The bottom value reflects the allowable reaction at the interior supports. (prior to concrete cure) 3. Values are in pounds per linear foot. 3W Allowable Superimposed Load (psf) & Diaphragm Shear Capacity (plf) Lightweight Concrete (110 pcf) Total Slab Thickness: 5½ Slab Weight: 32.0 psf Gage s q q q q q q q q q q q q In shaded areas, mid-span deck shoring required during construction. 2. q3 and q4 q =allowable diaphragm shear (plf): 3, 4 =number of welds to support. 3. See pg. 55 for General Notes. 20 Preformed Metal Floor Deck

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